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HomeMy WebLinkAboutSUB201500107 Approval - Agencies 2015-09-21 COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434) 972-4310 Charlottesville, Virginia 22906 September 21,2015 Megan Yaniglos Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 35 Parcel 43B1 located in Albemarle County,Virginia. Dear Ms.Yaniglos: On August 7,2015,the County of Albemarle requested the Virginia Department of Health(via the Albemarle County Health Department)review the proposed subdivision plat identified above.This letter is to inform you that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia,the Sewage Handling and Disposal Regulations, and local ordinances. This request for subdivision review was submitted pursuant to the provisions of§32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by: Stephen P.Gooch; Onsite Soil Evaluator Number 1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, Josh Kirtley Environmental Health Technical Consultant Onsite Sewage and Water Programs id tiln;,:ji Soils Study for Drain Field Sites Parcels 2B and 2B-1 A Rural Division of Tax Map 35-43B1 Albemarle County Prepared for: Myron R. and Susan A Neuhauser 4286 Echo Valley Road Barboursville, VA 22923 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 July 25, 2015 Page 1 of 5 OSE/PE Report for: Construction Permit ri Certification Letter 1-1 Subdivision Approval I Property Location: 911 Address: 4286 Echo Valley Road City: Barboursville Lot 2B Section Subdivision Neuhauser Property GPIN or Tax Map# 35-43B1 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Myron R. and Susan A. Neuhauser Street: 4286 Echo Valley Road City:Barboursville State VA Zip Code 22923 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Niter Address City State Zip Code Date of Report 6/22/15 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by,the applicable agency charged with licensure to perform the work contained herein. 1- The work attached to this coyer page has been conducted under an exemption to the practice of engineering.specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permit❑ certification letter subdivision approval Ig be(select one)issued ig denied❑. OSE/PE Signature .-12.10e.. ai Date 6/G 15 PC(1)e- z (=5 Soil Profile Reserve Drain Field Parcel 2B A Rural Division of Tax Map 35-43B1 Now Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 8 0-6 A Reddish brown(5YR 5/4) clay loam 3 6-72 Bt Red(10R 5/8) silty clay loam, firm 3 72-84 C Yellowish red(5YR 5/8) clay loam, friable 3 9 0-5 A Reddish brown(5YR 5/4)clay loam 3 5-45 Bt Red (10R 5/8) silty clay loam, firm 3 45-70 BC Red(10R 5/8) silty clay loam, firm and yellow(10YR 7/8) 3 loam 70-84 C Pale olive(5Y 6/4) silt loam,manganese coatings on joint 3 surfaces 10 0-6 A Reddish brown(5YR 5/4) clay loam 3 6-18 Bt Red (10R 5/8) silty clay loam, firm 3 18-27 C Yellowish red (5YR 5/8) clay loam, friable 3 27-60 C Pale olive(5Y 6/4) silt loam, manganese coatings on joint 3 surfaces, weathered greenstone fragments below 48" 60- Cr 11 0-7 A Reddish brown(5YR 5/4) clay loam 3 7-45 Bt Red(10R 5/8) silty clay loam, firm 3 45-72 BC Red(10R 5/8) silty clay loam, firm and yellow(10YR 7/8) 3 loam, w/weathered greenstone fragments below 60" 72- Cr 12 0-7 A Reddish brown(5YR 5/4) clay loam 3 7-40 Bt Red(10R 5/8) silty clay loam, firm 3 40-64 BC Red(10R 5/8) silty clay loam, firm and yellow(10YR 7/8) 3 loam 64-84 C Yellow(10YR 7/8) silt loam 3 New Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 6/21/15 Submitted to Albemarle County Health Department Applicant Myron R. Neuhauser and Susan A. Neuhauser Telephone Number (540) 832-3963 Address 4286 Echo Valley Road Barboursville, VA 22923 Owner same Address same Location 4286 Echo Valley Road Tax Map 35-43B1 Subdivision Neuhauser Property Block/Section Lot 28 SOIL INFORMATION SUMMARY - DMA. Fl ege 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 8 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 60" None 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches 5. Free water present x No Yes range in inches ""*Aw6. Soil percolation rate estimated x Yes Texture group I II 0 IV No Estimated rate 75 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 42" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) ti 4F-5 Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the 0 primary and reserve area, ❑ only the primary area, only the reserve area(check one)for Parcel 2B —A Rural Division of TM 43-35B1 (Property ID). Design Basis Total length of available area: 90' Total width of available area: 57' Estimated Perc.Rate: 75 at 42"" in. (depth) Number of bedrooms(or GPD): 3 z Conve Conveyance Method: Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No(Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 596 Total trench bottom area required:_1788 Area Calculations Number of trenches 7 Length of trenches: 90' Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reserve_ Percent reserve area required: 100 Total width of absorption area required 57' Total trench bottom area provided: 1890 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available, especially up and down the slope,than is required. `war, Page of AOSE Form E Revised July 18,2007 </ f *-W re v � 'v e ar t, ev l / woo \::::: rVar t:': :::::: .. 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Neuhauser Street: 4286 Echo Valley Road City:Barboursville State VA Zip Code 22923 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# ow.- Address City State Zip Code Date of Report 6/22/15 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Forms Soil Profile Sheets Survey Plat Soil Information Summary Sheets Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by,the applicable agency charged with licensure to perform the work contained herein. 1• 1 The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): onstruction permit❑ certification letter subdivision approval 0 be(select one)issued Q denied . ''err. OSE/PE Signature y f�.�,1.� 2 Date 6/Z 4 5� 7ZIA . r Soil Profile Primary Drain Field Parcel 2B-1 A Rural Division of Tax Map 35-43B1 Na"` Albemarle County Hole Depth Horizon Material Description Soil Texture (m') Group 1 0-5 Ap Brown(7.5YR 5/3) clay loam, friable 3 5-12 BE Reddish brown(5YR 5/4)clay loam, friable 3 12-40 Bt Red (10R 5/8) silty clay loam, firm 3 40-84 CB Olive yellow(2.5Y 6/6) silt loam, friable, w/red 3 (2.5YR 5/8) clay loam, some manganese coatings on joint surfaces 2 0-5 Ap Brown(7.5YR 5/3) clay loam, friable 3 5-34 Bt Red(1OR 5/8) silty clay loam, firm 3 34-84 C Olive yellow(2.5Y 6/6) silt loam, friable, w/manganese 3 coatings on joint surfaces 6 0-4 Ap Brown(7.5YR 5/3)clay loam, friable 3 4-30 Bt Red(10R 5/8) silty clay loam, firm 3 30-60 Bt2 Light red (2.5YR 6/8) silty clay loam, firm 3 60-84 C Olive yellow(2.5Y 6/6) silt loam, friable, w/manganese 3 coatings on joint surfaces 7 0-7 Ap Brown(7.5YR 5/3) clay loam, friable 3 7-40 Bt Red(10R 5/8) silty clay loam, firm 3 40-72 CB Yellowish red(5YR 5/8) silty clay loam, firm 3 72-84 C Olive yellow(2.5Y 6/6)clay loam, friable, w/manganese 3 coatings on joint surfaces Page 3 of Appendix 2 Soil Summary Report stir GENERAL INFORMATION Date 6/21/15 Submitted to Albemarle County Health Department Applicant Myron R. Neuhauser and Susan A. Neuhauser Telephone Number (540)832-3963 Address 4286 Echo Valley Road Barboursville, VA 22923 Owner same Address same Location 4286 Echo Valley Road Tax Map 35-43B1 B1 Subdivision Neuhauser Property Block/Section Lot 2B-1 SOIL INFORMATION SUMMARY — p�' a7 Qrum Rd 1. Position in landscape satisfactory? x Yes No Describe side slope 2. Slope 7 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches c. Free water present X No Yes range in inches `" •6. Soil percolation rate estimated X Yes Texture group I II OD IV No Estimated rate 80 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 36" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. Other Specify (attach additional pages if necessary) ya j Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the❑ primary and reserve area, Bronly the primary area, 0 only the reserve area(check one)for Parcel 2B-1 —A Rural Division of TM 35-43B1 (Property ID). Design Basis Total length of available area: 100' Total width of available area: 60' Estimated Perc. Rate: 80 at 36�" in.(depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method :_Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 656 Total trench bottom area required: 1968 Area Calculations Number of trenches 7 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 57' Total trench bottom area provided: 2100 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. N"" Page of AOSE Form E Revised July 18,2007 Pc€ S fz Soil Profile Reserve Drain Field Parcel 2B-1 A Rural Division of Tax Map 35-43B1 Now' Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-11 Ap Brown(7.5YR 5/3) clay loam, friable 3 11-18 BE Strong brown (7.5YR 5/8) clay loam, friable 3 18-36 Bt Yellowish red(5YR 5/8) silty clay loam, firm 3 36-60 C Olive yellow(2.5Y 6/6) silt loam, friable, w/white 3 (10YR 8/1) clay seams 4 0-8 Ap Brown(7.5YR 5/3) clay loam, friable 3 8-20 Bt Reddish brown(2.5YR 5/4) silty clay loam, firm 3 20-42 Cl Yellowish red(5YR 5/8)clay loam, friable 3 42-60 C2 Olive yellow(2.5Y 6/6)silt loam, friable, brownish 3 yellow(10YR 6/8) clay loam, w/white(10YR 8/1) clay seams 5 0-8 Ap Brown(7.5YR 5/3) clay loam, friable 3 8-44 Bt Red(10R 5/8) silty clay loam, firm 3 44-72 BC Red(10R 5/8) silty clay loam, firm and yellow(10YR 7/8) 3 silt loam 72-84 CB Olive yellow(2.5Y 6/6) silt loam, friable and red 3 (10R 5/8) silty clay loam 6 0-4 Ap Brown(7.5YR 5/3) clay loam, friable 3 4-30 Bt Red(10R 5/8) silty clay loam, firm 3 30-60 Bt2 Light red(2.5YR 6/8) silty clay loam, firm 3 60-84 C Olive yellow(2.5Y 6/6) silt loam, friable, w/manganese 3 coatings on joint surfaces Page GP of . Appendix 2 Soil Summary Report GENERAL INFORMATION Now Date 6121/15 Submitted to Albemarle County Health Department Applicant Myron R. Neuhauser and Susan A. Neuhauser Telephone Number (540) 832-3963 Address 4286 Echo Valley Road Barboursville, VA 22923 Owner same Address same Location 4286 Echo Valley Road Tax Map 35-4381 Subdivision Neuhauser Property Block/Section Lot 2B-1 SOIL INFORMATION SUMMARY , fjexcue_ p �vt, Pie 1. Position in landscape satisfactory? x Yes No Describe side slope 2. Slope 6 3. Depth to rock or impervious strata: Max. 84"+ Min. 36" None 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches S. Free water present X No Yes range in inches Nkomo. Soil percolation rate estimated x Yes Texture group I II III lV No Estimated rate 95 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 6" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) Pcty— 7 R-1- Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the❑ primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Parcel 2B-I —A Rural Division of TM 35-43B1 (Property ID). Design Basis Total length of available area: 100' Total width of available area: 45' Estimated Perc.Rate: 95 at 6" in.(depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 431 Total trench bottom area required:_3879 Area Calculations Number of trenches 20 Length of trenches: 100' Width of trenches: 1" Center to center spacing: 2' Reserve required? this is reserve Percent reserve area required: 100 Total width of absorption area required 38' Total trench bottom area provided: 2100 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. Page of AOSE Form E Revised July 18,2007 W -4/ ' / O i / / ■►- 1 1— --- - ---- `. C)CA a • J r LL H> •J U Q / / / B a � Z2©°-H> Uf3 w a m>a.4. • 0> : / w Cr) 0.1 y yi Q00 Cr) LO Crl OM cyj CU •tt al W CC.� zwsNin a� ! o} �macv rco- ac�Q'm m soma i �:..SS' : ' m • 1� hi./l f O J s ����r j8• O l��: co I 11 Q c ® �'V : fib �, ! 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Q3 i m m ���0\'\ �� W ci• Scale 1"= 100' .-- Soil Profile Hole g.@ }-o d. coo e�a` House,Well and Drain Field Sites _¢ m \ w > \ 1"06, ® Parcel 2B-1 0 wok, 'lbw\\, r- �r A Rural Division of TM 35-43B1 cS�\�\ . -626 Albemarle County, Virginia 9 \\,� 1,0> <ay Steve Gooch Consulting Geologist '' =__ \ J 703 Oliver Creek Road n Obo\ ;G{ . > Troy, Virginia 22974 L --,..,> cy /